2009-05-09 MN DPH Report on Plans
MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on watermain: Towne Lakes, Albertville, Wright County, Minnesota, Plan No. 013182
OWNERSHIP:
City of Albertville, c/o Ms. Linda Goeb, Clerk, Albertville City Hall, P.O. Box 9, Albertville,
Minnesota 55301-0009
SUBMITTER(S): Westwood Professional Services, Inc., 7599 Anagram Drive, Eden Prairie, Minnesota 55344
Plans Dated:
Date Received: May 9, 2001
Date Reviewed: May 10,2001
SCOPE: This report covers the design of this project insofar as the safety and sanitary quality of the water for
public consumption may be affected, and applies to this project only and not to the entire system or any other part
thereof. The examination of plans is based upon the supposition that the data on which the design is based are
correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the
design of structural features and the efficiency of equipment must be taken by the project designer. Approval is
contingent upon satisfactory disposition of any requirements included with this report.
Water supply plans are examined with regard to the location, construction and operational features of the design
and maintenance of all parts of the system which may affect the safety and sanitary quality of the water.
Examination is based on the standards of this department.
This project consists of the installation of the following watermains:
1. 3,173 lineal feet of 12-inch PVC watermain.
2. 2,041 lineal feet of 8-inch PVC watermain.
REQUlREMENT(S):
1. It is understood that the installation will be in accordance with the more stringent of the previously approved
specifications for the Joint Power Water Board Standard Specifications, 1998 edition and the previously
approved City Engineers Association of Minnesota Watermain Specifications, 1999 edition.
2. The d(sinfection of the watermain shall be performed according to A WW A Standard C 651. If the tablet or
contiquous feed methods are used, the completed watermain shall be disinfected for 24 hours with at least
50 ppm available chlorine, with a residual of at least 10 ppm throughout the length of the main at the end of
the 24-hour period.
3. A minimum vertical separation of 18 inches is required at all watermain and sewer main (house, storm,
sanitary and force main) crossings. It appears the storm sewer crossing located at 0 + 05 on Sheet No.4 may
be less than 18 inches from the watermain.
COMPLIANCE: No construction shall take place except in accordance with the approved plans. If it is desired
to make deviations from the approved plans, the State Department of Health should be consulted and approval of
the changes obtained before construction is started; otherwise, such construction is installed without proper
approval, and in addition may create dangers to public health.
~
Towne Lakes
Watermain
Plan No. 013182
Page 2
May 10, 2001
Chad M. Kolstad
Public Health Engineer
Section of Drinking Water Protection
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0792
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
Approved:
~ ~~'
..\ \ i \j 0.._
S::J<>-~ ~ ~~ V)rJ , V
Douglas J. Mandy, P.E., Supervisor
Administrative Unit
Section of Drinking Water Protection
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0757
DJM:CMK:sas
cc: City of Albertville ./
Westwood Professional Services, Inc.
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